| Date |
Text |
| 2003-07-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 03061305 |
| | ADD: 7717 S DIXIE HWY |
| | CONT: CANDAS CONSTRUCTION |
| | TEL: (974)779-2280 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | ACTION: DENIED |
| | |
| | 1) BUILDING CODE DATA, OCCUPANT LOAD FOR |
| | THIS EXSPANSION, 1003.1.1 FOR DETERMIN- |
| | ING THE MEANS OF EGRESS REQUIRED, THE |
| | MINIMUM NUMBER OF PERSONS FOR ANY FLOOR |
| | AREA SHALL BE IN NO CASE TAKEN LESS THAN |
| | SPECIFIED IN TABLE 1003.1. TOTAL OCCU- |
| | PANT LOAD WITH LUNCHROOM IS CLOSER TO |
| | 189, NOT 133. |
| | |
| | 2) STOREFRONT WINDLOADS: |
| | A) ASCE 7-___, THIS EDITION OF THE CODE |
| | REFLECTS ASCE 7-98. |
| | |
| | B) IMPORTANCE FACTOR I IS ASCE 7-98 |
| | TABLE 1-1, THIS CATEGORY IS FOR AGRICULT |
| | URAL FACILITIES, TEMPORY FACILITIES OR |
| | MINOR STORAGE FACILITIES. SEE III- |
| | BUILDINGS AND OTHER STRUCTURES WITH ELE- |
| | MENTARY OR SECONDARY SCHOOL FACILITIES |
| | WITH THTE CAPACITY GREATER THAN 150. |
| | TABLE 6-1 IMPORTANCE FACTOR 111= 1.15 IN |
| | HURRICANE REGIONS WITH > 100 MPH. |
| | |
| | C) INTERNAL PRESSURE COEFFICIENT: |
| | MISSING, SEE TABLE 6-7 FOR ENCLOSED |
| | BUILDINGS. |
| | |
| | 3) STOREFRONT DETAIL A/A-2: |
| | A) THIS DETAIL IS UNCLEAR HOW THE STORE |
| | FRONT FRAME IS TO TIE INTO THE BEAM, IT |
| | APPEARS THAT A UPPER STOREFRONT TRACK |
| | IS TO BE COVERED OVER WITH ADDITIONAL |
| | MATERIALS, ONE CONCERN IS THIS DOESN'T |
| | INDICATE IF THERE IS VERTICAL MULLIONS |
| | ATTACHING BACK INTO THE STRUCTURE, OR IF |
| | THIS IS A 16'-10" SPAN? |
| | B) THIS DETAIL ALSO REFLECTS THE USE OF |
| | 5/8" CDX PLYWOOD ON THE WALL, THIS STRUC |
| | TURE IS IN A "FIRE DISTRICT" TYPE V |
| | CONSTRUCTION, (NON-COMBUSTIBLE) MATER- |
| | IALS ARE TO BE USED.F 102.1 TYPES OF |
| | CONSTRUCTION ALLOWED IN A FIRE DISTRICT. |
| | |
| | C) THIS SAME DETAIL INDICATES A THE USE |
| | OF A 8"X8" BEAM BUT NO VERTICAL STEEL |
| | FROM THE FOUNDATION TO THE NEW BEAM??? |
| | WILL THIS BE SUFFICIENT ENOUGH FOR THE |
| | NEW LATERAL WIND LOADING OF THE WINDOWS |
| | AND WALL PLUS LOADING FOR LARGE MISSLE |
| | IMPACT WITH THE NEW FACTORS FIGURED IN?? |
| | |
| | D) WITH THE NEW FACTORS FIGURED IN WHAT |
| | WILL THE NEW PRESSURES BE???? |
| | |
| | E) SAME DETAIL DISCREPANCY, LOOK HOW THE |
| | WINDOW IS DIMENSIONED ? |
| | |
| | 4)704.2.1.4 CORRIDOR PARTITIONS, SMOKE |
| | STOP PARTITIONS, HORIZONTAL EXIT PART- |
| | ITIONS, EXIT ENCLOSURES, AND FIRE |
| | RATED WALLS REQUIRED TO HAVE PROTECTED |
| | OPENINGS SHALL BE EFFECTIVELY AND |
| | PERMANETLY IDENTIFIED WITH SIGNS OR |
| | STENCILING IN A MANNER ACCEPTABLE TO THE |
| | AUTHORITY HAVING JURISDICTION. SUCH IDEN |
| | TIFICATION SHALL BE ABOVE ANY DECORATIVE |
| | CEILING CEILING AND IN CONCEALED SPACES. |
| | SUGGESTED WORDING" FIRE & SMOKE BARRIER |
| | PROTECT ALL OPENINGS". |
| | |
| | 5)705.7.1 JOINTS INSTALLED IN OR BE- |
| | TWEEN FIRE RESISTANT WALLS, FIRE RESIS- |
| | TANT FLOORS OR FLOOR/ CEILING ASSEMBLIES |
| | AND FIRE RESISTANT ROOFS OR ROOF/ CEIL- |
| | ING ASSEMBLIES SHALL BE PROTECTED BY AN |
| | APPROVED FIRE RESISTANT JOINT SYSTEM |
| | DESIGNED TO RESIST THE PASSAGE OF FIRE |
| | FOR A PERIOD NOT LESS THAN THE RE- |
| | QUIRED FIRE RESISTANCE RATING OF THE |
| | WALL, FLOOR OR FLOOR IN OR BETWEEN |
| | WHICH IT IS INSTALLED. |
| | |
| | 6) SHEET A-1 INDICATES THE CUTTING |
| | THROUGH A EXISTING BLOCK WALL, TIEING A |
| | NEW BEAM INTO AN EXISTING COLUMN BUT NO |
| | MENTION AS TO HOW THE OTHER END OF THE |
| | BEAM IS TO BE SUPPORTED? |
| | |
| | 7) ROOM 102 WHAT IS HAPPENING AT THE |
| | REAR OF THE CLASSROOM? |
| | |
| | 8) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. MISSING REPORT: |
| | A) EXTERIOR DOOR |
| | B) WINDOWS, STOREFRONT |
| | C) MULLION |
| | D) STORM SHUTTERS IF GLAZING NOT LARGE |
| | MISSLE RESISTENT |
| | |
| | 9)1707.4.5.1 MULLIONS OCCURRING |
| | BETWEEN INDIVIDUAL WINDOW AND GLASS |
| | DOOR ASSEMBLIES. TESTING REPORTS ARE |
| | REQUIRED BY AN APPROVED TESTING |
| | LABORATORY OR BE ENGINEERED. |
| | |
| | 10) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| | ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| | APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| | TO THE ROUGH OPENING SUBTRATE. |
| | |
| | 11)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| | THE PLANS WHEN RESUBMITTING PLANS. A |
| | TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR |
| | SPECIFICATION PAGE WHERE THE CHANGES CAN |
| | BE FOUND, WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
